ML19241C049
| ML19241C049 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 07/20/1979 |
| From: | Howell S CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | Vassallo D Office of Nuclear Reactor Regulation |
| References | |
| HOWE-208-79, NUDOCS 7907260475 | |
| Download: ML19241C049 (65) | |
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-' Stephen H. Howell
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.,;* Senior Vice hesident
,s Ge nt r el O f fic es: 19 45 West Par nall Road, Jack son, Michigan 49201 * (517) 788 0453 July 20, 1979 iiowe 203-79 Director of Juclear Reactor Eeculation Attn: I'.r Donenic Vassallo, Acting Direc.or Division of Project Mar.ngement US 'iuclear Regulatory Corcission Washington, DC 20555 MIDLAJD FROJr.,CT DOCKET .iO 50-329, Sc-330
.3hISMIC QUALlFICATION ELVIL'd TEAM (SQRT) INF0iWNfl03 FILE: 0).65.11 SERIAL: 7313 Encicaed are three (3) cories of the followinG S4ET data forms whic' vere cornitted to be provided by cy letter to Mr FoEer Boyd dated Jovember 13, ly'l8.
- 1. Transmitter (=njor instrument package) (EAPC)
- 2. Pressure transmitters incide containment (ELW) 3 Eelta-pressure transnitters inside contain~.ent (B&W)
- h. RPJ/ECCAS rodules enploying new designs (B&W) 5 Eecay heat remp sotor (biW) (inadvertently left out of the .iovenber 13, 17(8 letter)
With these cor.pleted sahT forns, all action required of Ccnsurers Power Company by .shC Bequests for Additicnal Inferration 110.20 and 110.k0 is considered c or.plet e . Please advise us of the Seismic Qunlification heview Tean's (SQRT) schedule for its review at the Midland Site.
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l . 'u SEISMIC QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: Midland Units 1 & 2 Type:
- 1. Utility: Consumers Power Company PWR x
- 2. NSSS: Babcock & Wilcox BWR
- 3. A-E: Bechtel II. Component Name: Transmitters (differential, gage, and absolute pressure)
- 1. Model Number: 1152 Quantity: 149
- 2. Vendor: Rosemount Inc.
- 3. Physical Description Pressure is transmitted through a process-fluid isolating diaphragm to silicone till oil inside the sensing module. The oil exerts pressure on one side of the sensing diaphragms. The position .of the sensing diaphragm is detected by capacitance plates on both sides ot the diaphragm.
Differential capacitance is converted to an electrical signal.
- 4. Location: Building: Auxiliary building, service water structure, diesel gan-erator building (In Plant) Elevation: No restriction on elevation
- 5. Natural Frequencies in Each Direction: No natural frequenctes were in in the frequency range of 1 to 33 Hz.
- 6. Functicnal
Description:
Converts the measured process variable in the form of pressure to an electrical signal.
- 7. Pertinent Reference Design Specifications: Technical Specifications 7220-J-245, 7220-J-830 7220-J-1504 III. Is Equipment Available for Inspection in the Plant: ( ) Yes ( x ) No Comments: The transmitters have not been shipped to the site.
494 238
i ", IV. Seismic Qualification Method: Test: x Analysis: Combination of Test and Analysis: V. Seismic Inpu,t: *
- 1. Required Response Spectra (attach the graphs): Attached
- 2. Required Acceleration in each Direction: Refer to RRS plot attached VI. If Qualification by Test, then Complete:
- 1. ( ) Single Frequency (x ) Multi-Frequency
- 2. ( ) Single Axis (x ) Multi-Axis
- 3. Frequency Range: 1 to 33 Hz
- 4. TRS enveloping RRS using Multi-Frequency Test ( x) Yes (attach TRS graphs)
- 5. g-level Test at h = h = V=
1 2
- 6. g-level Required h =_"0g h 2
- 5.0 g V= 1.0 g
- 7. Mounting: Mounted on right angle brackets which were attached to top of test table. Each transmitter was bolted
- 1. Seismic Report: to the *nble with four 1/8" - 16 hex-hend bolts.
- 2. Field Check:
- 8. Functional Verification Performed (x ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete
- 1. Description of Test including Results:
494 239
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SEISMIC QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: Midland Units 1 & 2 Type:
- 1. Utility: Consumers Power Company PWR x
- 2. NSSS: Babcock & Wilcox BWR
- 3. A-E: Bechtel II. Component Name: Transmitters (differential, gage, and absolute pressure)
- 1. Model Number: 1153, Series A Quantity: 76
- 2. Vendor: Rosemount Inc.
- 3. Physical Description Pressure is transmitted through a process-fluid isolating diagram to silicone fill oil inside the sensing module. The oil exerts pressure on one side of the sensing diaphrages. The position of the sensing diaphragm is detected by capacitance plates on both sides or the diaphragm.
Differential capacitance is converted to an electrical signal.
- 4. Location: Building: Containment (In Plant) Elevation: No restriction on elevation
- 5. Natural Frequencies in Each Direction: No natural frequencies were in the frequency range of 1 to 3J Hz
- 6. /unctional
Description:
Converts the measured process variable in the form of pressure
- 7. Pertinent Reference Design Specifications: Technical Soecifications 7220-J-245, 7220-J-830, 7220-J-1564 III. Is Equipment Available for Inspection in the Plant: ( ) Yes ( x ) No Comments: The transmitters have not yet been shipped to the site.
494 241
l IV. Seismic Qualification Method: Test- x Analysis: Combination of Test and Analysis: V. Seismic Input:
- 1. Required Response Spectra (attach the graphs): Attached
- 2. Required Acceleration in each Direction: Refer to RRS plot attached VI. If Qualification by Test, then Complete:
- 1. ( ) Single Frequency ( x) Multi-Frequency
- 2. ( ) Single Axis ( x) Multi-Axis
- 3. Frequency Range: 1 to 33 Hz
- 4. TRS enveloping RRS using Multi-Frequency Test ( x) Yes (attach TPS graphs)
- 5. g-level Test at hy = h ~ V~
2
- 6. g-level Required h = 5.0 g h - 5.0 g V= 1.0 g 2
- 7. Mounting:
Mounted on right angle brackets which were attached
- 1. Seismic Report: to top of test table. Each transmitter was bolted to the table with four 3/d" - i.6 hex-nead bolts.
- 2. Field Check:
- 8. Functional Verification Performed (x ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete
- 1. Description of Test including Results:
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S$1SMIC QUAL FICATION
SUMMARY
OF EQUIPMENT I. Plant Name: Midland Units 1 & 2 Type:
- 1. Utility: Consumers Power Company PWR X
- 2. NSSS: Babcock & Wilcox BWR
- 3. A-E: Bechtel II. Component Name: Transmitters (Cage and Absolute Pressure)
- 1. Model Number: N1KS Quantity: 16
- 2. Vendor: Bailev Controls
- 3. Physical Description Pressure is transmitted throuch a process fluid iso-lating diaphragm to silicone fill oil inside the sensing module. The oil exerts pressure on ene side of the sensine dianhraens. The oosition of the sensing diaphragm is detected by capacitor plates on both sides of the diaphragm. Differential capacitance is converted to an electrical signal.
- 4. Location: Building: Containment (In Plant) Elevation: 593'-6", 602', 640'
- 5. Natural Frequencies in Each Direction: No natural frecuencies were in the freauency range of 1 to 33 Hz.
- 6. Functional
Description:
Converts the measured process variable in the form of pressure to an electrical sinnal.
- 7. Pertinent Reference Design Specifications: Bailev Controls Product Instructions E41-20 and E41-19 III. Is Equipment Available for Inspection in the Plant: ( ) Yes (K ) No Comments: The transnitters have not been shipped to the site.
S
IV. Seismic Qualification Method: Test: v/ Analysis: Combination of Test and Analysis: V. Seismic Input:
- 1. Required Pasponse Spectra (attach the graphs): Attached
- 2. Required Acceleration in each Direction: ZPA: north-to-south = 0.122g, east-to-west = 0.128g, vertical = 0.120g VI. If Qualification by Test, then Complete:
- 1. ( ) Single Frequency ( X) Multi-Frr-quancy
- 2. ( ) Single Axis ( X) Multi-lxis
- 3. Frequency Range: 1 to 33 Hz
- 4. TRS enveloping RRS using Multi-Frequency Test (X ) Yes (attacu TRS graphs)
- 5. g-level Test at h1= 3.0g h = 3.0g V= 3.0g 2
- 6. g-level Required h 1 = 0.122g h2= 0.128g V= 0.120g
- 7. Mounting:
Mounted on right angle brackets which were attached
- 1. Seismic Report: to top cf test table. Each transmitter was bolted to the table with feur 3/8" - 16 hex-head bolts.
- 2. Field Check:
- 8. Functional Verification Performed ( X) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete
- 1. Description of Test including Results:
494 245
J'. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History
- 3. Model Type (each direction);
- 4. Computer Codes:
- 5. Damping:
- 6. Support Considerations:
- 7. Critical Structural Elements:
A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Lo ca tion Operability
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SEISMIC QUALIFICATION
SUMMARY
OF EQUIPMENT
- 1. Plant Name: Midland Units 1 & 2 Type:
- 1. Utility: Consumers Power Company PWR X
- 2. NSSS: Babcock & Wilcox BWR
- 3. A-E: Be chtel II. Compenent Name: Transmitters (aP's)
- 1. Model Number: N1BO, N2BO, 1152 Quantity: 35
- 2. Vendor: Bailev Controls (N1B0 and N2BO) Rosemount (1152)
- 3. Physical Description Pressures from the process connections are trans-mitted through diaphrages and sealed fill fluid to a sensine diaphra2m in the center of the sensing element. This sensina diaphraem acts like a spring and deflects in response to the differential pressure across it.
- 4. Location: Building: Containment.
(In Plant) Elevation: 593'-6", 602', 640'
- 5. Natural Frequencies in Each Direction: No resonances below 34 Hz.
- 6. Functional
Description:
Converts the measured process variable in the form of dif ferential pressure to an electrical signal (4-26 -A Ac)
- 7. Pertinent Reference Design Specifications: Bailev Controls Produc*
Instructions E21-20. E21-21 III. Is Equipment Available for Inspection in the Plant: ( ) Yes ( X) No Comments: The transmitters have not been shioned to the site. l[h h 2
IV. Seismic Qualification Method: Test: Analysis: Combination of Test and Analysis: V. Seismic Input:
- 1. Required Response Spectra (attach the graphs): Attached
- 2. Required Acceleration in each Direction: ZPA: north-to-south = 0.122g, east-to-west = 0.128g, vertical = 0.120g VI. If Qualification by Test, then Complete:
- 1. ( ) Single Frequency ( X) Multi-Frequency
- 2. ( ) Single Axis ( X) Multi-Axis
- 3. Frequency Range: 1 - 33 Hz
- 4. TRS enveloping RRS using Multi-Frequency Test ( X) Yes (attach TRS graphs)
- 5. g-level Test at h1= 3.0g h3= 3.0g V= 3.0g
- 6. g-level Required by= 0.122g h2 = 0.128e V= 0.120e
- 7. Mounting:
Mounted on right angle bracket which was attached
- 1. Seismic Report: to top of test table with four 3/8"-16 hex-head bolts.
- 2. Field Check:
- 8. Functional Verification Performed ( X) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete
- 1. Description of Test including Results:
k ,A k
- 2. Method of Analysis:
( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dyncmic Analysis ( ) Response Spectrum ( ) Time-History
- 3. Model Type (each direction);
- 4. Computer Codes:
- 5. Damping:
- 6. Support Considerations:
- 7. Critical Structural Elements:
A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability k h' 2(h
StLA) !!9RIZ0hTAI,/ VERTICAL REQUIRED RESPCNSE SPECTRLH , FOR PERIPilERAL EQUIPl!E!.T I.E.,TransmittersfRTD's. ~. va l w 10 g SSE, Leve,l 5% Dacr ing
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'2' JOB No. 7220 REACTOR BLDG.
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SFISMIC QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: Midland Units 152 Type:
- 1. Uti?ity: Consumers Power Company PWR X
- 2. NSSS: Eybcock & Wilcox BWR
- 3. A-E: Bethtel II. Component Name: Dicay heat pump motor
- 1. Model Number: 8110 Quantity: 2 per unit
- 2. Vendor: General Electric
- 3. Physical Description 400 hp induction-tvoe motor
- 4. Lccation: Building: Auxiliary buildine - decav heat /RB sprav puno room (In Plant) Elevacion: 568'
- 5. Natural Frequencies in Each Direction: Peak spectral accelerations used in axial and transverse directions. Vertical direction is 22 cos.
- 6. Functional
Description:
- 7. Pertinent Reference Design Specifications: 08-1125000007-01 III. Is Eauipment Available for Inspection in the Plant: ( X) Yes ( ) No Com=ents: All but one motor is available onsite. The remaining motor will be used to t t the cump and will be shipped later.
494 2/0
IV. Seismic Qualification Method: Test: Anal, sis: X Combination of Test and Analysis: V. Seismic Input:
- 1. Required Response Spectra (attach the graphs): Attached
- 2. Required Acceleration in each Direct $on: North-to-south = 1.43g; east-to-vest = 1.lg (SSE valves)
VI. If Oualification by Test, then Ccmplete:
- 1. ( ) Single Frequency ( ) Multi-Frequency
- 2. ( ) Single Axis ( ) Multi-Axis
- 3. Frequency Range:
- 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs)
- 5. g-level Test at h1= h2= V=
- 6. g-level Required h1= h2' V'
- 7. Mounting:
- 1. Seismic Report:
- 2. Field Check:
- 8. Functional Verification Performed ( ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete
- 1. Description of Test including Results:
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- 2. Method of Analysis:
( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis (X ) Response Spectrum ( ) Time-History
- 3. Model Type (each direction); Finite element and lumoed mass
- 4. Computer Codes: Non-commercial
- 5. Damping: 1%
- 6. Support Considerations: Base-bolted
- 7. Critical Structural Elements:
A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Frame Applied stress is 8% of allowable Rotor Applied stress is 45% of allowable. Effect Upon Functional B. Max. Deflection Location Operability , Rotor Center None. Closure is 7% of air gap. 7!! C
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OBE 6 M CROUND ACCELERATION - - JOB NO. 7220
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FLOOR RESPONSE SPECTRI'!! . . , JC3 !!O. 7220 . ?! ASS POINT / SAT ELEV. 5 6 S'- O' (SSE USE 1"JLTll'LIO CF 1) - "A';X I L I ARY
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.s P SEISMIC QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: Midland Plant Units 1 6 2 Type:
- 1. Utility: cm er.,rq Pow,r C m ny PWR X _
- 2. USSS: n-b v.t.
r _b'i l m v BWR
- 3. A-E: po +tol II.
Component Name: NI/RPS and ECCAS cabinet-mounted modules: redesigned and retested using single, axis / sine sweep method
- 1. Model Number: 880 and 881 systems (') Quantity: 1 per uni'
- 2. Vendor: Bailey Controls Comoany (ECCO)
- 3. Physical Description NT/RPS and ECCAS nodules nounted within the NI/RPS and ECCAS cabinet enclosures
- 4. Location: Building: Auxiliary building (In Plant) Elevation: 659'
- 5. Natural Frequencies in Each Direction: See Table 1 attached.
- 6. Functional
Description:
Process electronic signals and provide electrical power
/.
Pertinent Reference Design Specifications: " Remainder 880/881 Eystem Modules, TRS-3101-Cons 1 & 2" qualification test result summary III. Is Equipment Available for Inspection in the Plant: ( X) Yes ( ) No Comments: (13 1 Contact buffer - retested 2 2/4 locyic buf fer - redesigned and tested 3 2/4 trip logic - redesigned and tested 4 5 Intermediate range test - rotested Source ran 6 ge pre-amo - retested 7 Bistable Auctioneer rotested'
- rotested 4AC/ 'i t c/h 77 8 Fan failure 9 Power supu1Y detector retested - retested 10 AC power distribution panel - rotested
IV. Seismic Qualification Method: Test: X Analysis: Combination of Tesi and Analysis: V. Seismic Input:
- 1. Required Response Spectra (attach the graphs): Atutched
- 2. Required Acceleration in each Direction:
See Section VI.6. VI. If Qualification by Test, then Complete:
- 1. (X ) Single Frequency ( ) Multi-Frequency
- 2. (X 1 Single Axis ( ) Multi-Axis
- 3. Frequency Range: l_ _35 Hz 4.
TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs)
- 5. g-lev ' Test at h 1- 1 g h 1 g 1 g
. y, 6.
g-level Required h1 = < 0. 4 g h < 0. 6 g y . < 0. 3 g 2-7. (for worst case module) Mounting:
- 1. Seismic Report: Simulc.ted in-cabinet mounting
- 2. Field Check:
8. Functional Verification Performed (X ) Yes ( ) No ( ) Not Applicable VII. If Qualification then, Complete by Analysis or by the Combination of Test and Analysis
- 1. Description of Test including Results:
494 277
TABLE I NATURAL FREQUENCIES ( 11 2 ) Direction Equipment Front Side to Vertical to Bick Side 881 contact buffer 11 6 None* 2/4 logic buffer (JS1) 28 None* None* 2/4 trip logic (P81) 20 25 29 Intermerliate range test (880) Nonc# None# None# Source range pre-amp (880) Nont* 12 17 880 bistable 16 Mone* None# 880 tactioneer 19 None* Nonc* 880 f.in failure detector 4 4,7 14 880 power supply 16 12 28 AC tmwer distribution panel 34 12 17
- No na tural f requencies below 34 E -
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- 6. g-level Required h < 0. 4 g 1= h 2" <0'# V' < '
- 7. Mounting:
- 1. Seismic Report: Mounting brackets used on Midland are differen from those tested with the panel. Therefore,
- 2. Field Check:
the Midland bragkets were qualified by analysis. 8. Functional Verification Performed ( X ) Yes ( ) No ( ) Not Applicable Continuity testing was performed. VII. Ifthen, Qualification Complete by Analysis or by the Combination of Test and Analysis
- 1. Description of Test including Results: See Section VI.1 ~J .
494 283 4
- 2. Method of Analysis:
( ) Static Analysis C{ ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Resp.nce Spectrum ( ) Time-liis tory
- 3. Model Type (each direction); Beam - both ends rentricted, concentrated load at center _
- 4. Computer Codes: ynnn S. Damping: NA
- 6. Support Considerations:
no s t ri c-e n r1 o n cia nr hon-
- 7. Critical Structural Elementu:
A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Panel At Supports (brackets) 7,013 psi 28,000 psi B. Max. Deficction Effect Upon Functional Location Operability 0.00177 in Center None of panel gl] LI b . 01 o .,.y .-- _ . . . . _ _ _ _ _ . .t j"f l
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g O C' C-w , y C '- e < . l.6 i i c, i 5N.;)"Jin , .is{ is i is C0 i it i ;-p 1 I % (] j 8 I IQN I I A u, '- l.2 l l I' i - i m z ,' 2 m ~ O i & , I* I F-1 <C l l$ ! '3 cc ih :, j 'i Ld 0.e i > -- i e .- i . . Q ' ll - ' O t I ig O . ! I% <C i s5 1 it 0.4 ' ' % ,/' N s O/// G - 0.c i i i i i ' ' - ' ' ' ' ' ' ' ' ' ' g,i ' ' i.o' 10.0-- !00.0 'E 'o t SEISMIC QUALIFICATION SUM::ARY OF EQUIPMENT I. Plant Name ;.lidland Plant Units 1 6 2 Type:
- c. =, -
consumers Power Companz PWR X
- 1. Utility:
_ Babcock 6 h13cox EWR
- 2. NSSS:
Component Nare: NI/RPS and/or CCCAS cabinet-mounted module qua]ified by multi-axis random shake
- 3. A-E: _Bechtel II.
Bailey Controls Company (BCCO)
- 1. Model Number: 881 unit control module Quantity: 19 per ECC.
- 2. Vendor: _
- 3. Physical Desc ription The unit control module is a BCCO standard two-unit wide module designed for plug-in mounting in the BCCO ECCAS cabinet.
- 4. Location: Building: Auxiliary building (In Plant) Elevation: 659'
- 5. Natural Frequencies in Each Direction: Vertical: 13.5 112; front-to-back: 2 9 11z ; side-to-side: 2 Hz
- 6. Functional
Description:
The unit control modu]e provides a buffer for the output trip signal between the trip logic and the control circuit of an action device or devices.
- 7. Pertinent Reference Design Specifications: B6W Document 58-C376-02, BCCO Seismic Report QR-4100-SEI -TVA-Unit Control III. Is Equipment Available for Inspection in the Pl:nt: ( x ', Yes ( ) No Comments:
494 295
IV. _ Seismic Qualification Method: Test: _ X Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached
- 2. Required Acceleration in each Direction: See Section VI.6.
VI. If Ogalification by Test, then Cornlete:
- 1. ( ) Single Frequency ( X ) Multi-Frequency
- 2. ( ) Single Axis ( X ) Multi-Axis s,
- 3. Frequency Range: 1 - 33 Hz 4.
TRS enveloping RRS using Multi-Frequency Test (X ) Yes (attach TRS graphs)
- 5. g-level Test at h 1= >2.5 g h >2.5 g > 2. 5 g
= y,
- 6. g-level Required h 1= <1.4 g h 2= <0.4 g y= <0.2 g
- 7. Mounting:
- 1. Seismic Report: Simultated in-cabinet mounting
- 2. Field Check:
8. Functional Verification Perforced ( X) Yes ( ) No ( ) Not Applicable VII. If Qualification then, Complete by Analysis or by the Combination of Test and Analysis
- 1. Description of Test including Results:
494 996
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SEISMIC QUALIFICATION
SUMMARY
OF EQUIPME!C I. Plant Name: Midland Plant Units 1 6 2 Tyre:
- 1. Utility: Consumers Power Corgaany PWR X
- 2. NSSS: Babcock 6 Wilcox BWR
- 3. A-E: Bechtel II.
Component Name: IJI/RPS and/or ECCAS cabinet-mounted module qualified by multi-axis random shake
- 1. Model Number: 880 keylock laodule Quantity: 4 per RPS
- 2. Vendor: Bailey Controls Company (BCCO)
- 3. Physical Description The keylock module is a BCCO standard two-unit wide module designed for plug-in mounting in the BCCO RPS cabinet.
- 4. Location: Euilding: Auxiliary builo{
(In Plant) Elevation: 659'
- 5. Natural Frequencies in Each Direction: None below 34 IIz
- 6. Functional
Description:
Provides a shutdown bypcas capability
- 7. Pertinent Reference Design Specifications: B6W Document 58-0345-00,
_BCCO Seismic Report OR-4100-SEIS-TVA-Kevlock Switch III. Is Equipment Available for Inspection in the Plant: (X ) Yes ( ) No Comtents: tW4 301
IV. Seismic Qualification Method: Test: X Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached
- 2. Requi;ed Acceleration in each Direction: See Section VI.6.
VI. If qualification by Test then Complete:
- 1. ( ) Single Frequency ( X) Multi-Frequency
- 2. ( ) Single Axis ( X) Multi-Axis
- 3. Frequency Range: 1 - 33 Hz 4.
TPS enveloping RR3 using Multi-Frequency Test (x ) Yes (attach TRS graphs)
- 5. g-level Test at h 1= >5g ZPA h = > 5 g ZPA y = >3 g ZPA
- 6. g-level Required b <0.4 g '
y= h Y" 9 2"
- 7. Mounting:
- 1. Seismic Report:
Simulated in-cabinet mountincT
- 2. Field Check:
8. Functional Verification Performed ( X ) Yes ( ) No ( ) Not Applicable VII. If Qualification then, Complete by Analysis or by the Combination of Test and Analysis
- 1. Description of Test including Resul'.s:
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